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Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (1997) 120 (4): 183–185.
Published: 01 November 1997
.... Sternath TBMs Jutlandia and Fionia did not have to negotiate the same length of tunnel through the interface between the boulder till and marl where the most abrasive ground was met. They also found that cutter head inspections could be more frequent due to the better ground conditions. TBMs Jutlandia...
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (1996) 114 (5): 20–39.
Published: 01 May 1996
... of the fixed equipment. This new interface clawed back a considerable percentage of the lost time. Tunnelling Geology 9. As can beseen on Fig. 2 the ground is divided into two distinct layers: the glacial till deposits and the marl deposits. 10. The ground conditions were always known to be very mixed...
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (1996) 114 (5): 9–19.
Published: 01 May 1996
... SPECIFICATIONS SUMPS DRAINAGE EPOXY COATED FUSION BONDED PRECAST CONCRETE SEGMENTAL LININGS TILL TUNNELLING DURABILITY TENDERS BUILDINGS UNDERSEA SUBMARINE REINFORCEMENT STOREBAELT EASTERN DENMARK SCANDINAVIA DESIGN were employed; for example, the American code NFPA 130...
Journal Articles
Proceedings of the Institution of Civil Engineers - Civil Engineering (1995) 108 (3): 98–110.
Published: 01 August 1995
... FRESHWATER DEVELOPMENT PRIVATE BILLS PARLIAMENT DESIGN AND BUILD CONTRACTS REINFORCED CONCRETE RAFTS PIERS TUBULAR STEEL BUTTRESSES PAVILIONS CANOES SLALOMS GLACIAL TILL GROUNDWATER OPERATION UPSTREAM RIVER TEES TEESIDE TEESDALE STOCKTON TEES BARRAGE UK h. Ciu E m...

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